A
discrete singular convolution
method is presented for computation of the deflection analysis of beams resting
on elastic foundation.. In the method of discrete singular convolution partial
space derivatives of a function appearing in a differential equation are
approximated by means of some kernels. Results are compared with existing
solutions available from other analytical and numerical methods. The method
presented gives accurate results and is computationally efficient.
| Subjects | Engineering |
|---|---|
| Journal Section | Research Article |
| Authors | |
| Publication Date | October 10, 2016 |
| Published in Issue | Year 2016 Volume: 8 Issue: 3 |